Effect of rate of loading on triaxial shear strength of soft Rangsit clay (Record no. 34594)

MARC details
000 -LEADER
fixed length control field 03420cas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818095039.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 090421s1977 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10228202
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.1022
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Widjaja, Hadi
245 10 - TITLE STATEMENT
Title Effect of rate of loading on triaxial shear strength of soft Rangsit clay
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1977
300 ## - PHYSICAL DESCRIPTION
Extent 127 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 1022
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1977
520 ## - SUMMARY, ETC.
Summary, etc. This thesis presents the results of an investigation on the effect of rate of loading on the triaxial compressive shear strength of Soft Rangsit Clay. Undisturbed samples were taken from 4.50 m to 6.00 m below the existing ground level at a site at the Asian Institute of Technology. Anisotropically consolidated triaxial tests were performed on 5.13 cm diameter by 10.16 cm high specimens. In-situ effective pressures and pore pressures were used as consolidation pressures and back pressures, respectively. The samples were generally sheared undrained under strain-controlled and load-controlled conditions. In addition, some undrained creep tests and drained tests were also run. It was found that the undrained shear strength of Soft Rangsit Clay decreased with time to failure, while the drained shear strength appeared to be independent of rate of loading. The Skempton's pore pressure parameter A at failure of undrained tests was found to increase with time to failure. The peak values of normalized excess pore ·pressure had an average of 0.4 and appeared independent of rate of loading. The creep test results showed that the higher the shear stress applied on the samples, the shorter will be the time to failure. The axial strain during creep predicted using Sample's equation and that of Singh and Mitchell agreed well with the experimental data for tests with shear stress below the yield value. There appeared to be a relationship between the creep strain rate and creep rupture life.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Shear strength of soils
General subdivision Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Holmberg, Soren,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brand, E.W.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brenner, R.P.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government Federal Republic of Germany,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. 1022
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B23137">http://203.159.5.9/ait-thesis/detail.php?q=B23137</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120862288
CREATED CREATED : 1994-05-17
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CREATED CREATED : 1994-05-17
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Barcode Barcode : 30050160088786
CREATED CREATED : 2016-04-29
RECORD Id RECORD # : i12964347
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.1022 30050120862288 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.1022 30050003020285 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.1022 30050160088786 18/08/2026   18/08/2026 40-Archives
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